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SOLAR ZONE CALCULATION: ROOF PLAN SYMBOLS <br /> INDICATES BUILT- UP FRAMING.ALL <br /> - FRAMING TO BE BUILT UP PLYWOOD AND <br /> 2X FRAMING O/STRUCTURAL ROOF <br /> TOTAL CANOPY AREA: 3098 SF SYSTEM U.O.N. SEE STRUCTURAL FOR <br /> REQUIRED SOLAR AREA: 465 SF BUILT-UP PLATFORM /SUPPORTS FOR <br /> EQUIPMENT. <br /> SEE FINISH SCHEDULE FOR FINISH <br /> MATERIALS <br /> PROVIDED SOLAR AREA: 490 SF (AT ROOF) ROOF ACCESS TO MECHANICAL <br /> T.O.R. = TOP OF ROOF FRAMING 5865 Owens Drive <br /> Pleasanton, CA 94588 <br /> T.O.W. = TOP OF WALL= TOP OF PLATE AT WALL 925-251-7200 <br /> T.O.S. = TOP OF STL. BEAM. <br /> T.O.P. = TOP OF PLATE <br /> H.P. = HIGH POINT <br /> L.P. = LOW POINT <br /> D.S. = DOWN SPOUT, SEE DETAILS 17 & 18/A9.9 <br /> T.O.B. = TOP OF BEAM <br /> B.O.T. = BOTTOM OF TRUSS <br /> CONSULTANT <br /> 12'-8" ROOF PLAN NOTES ELEvEn <br /> o T.O. AWNING 1 A3.1 <br /> 1 24.01 A4.0 2 2.5 <br /> 0 0 0 ALL ROOF HEIGHTS ARE MEASURED FROM THE <br /> F_ 2It Lu <br /> MAIN T.O.C. OR T.O.S.F. AT DATUM +0'-0" U.O.N. <br /> ' T.O.W. 21'-6" <br /> ALL BUILT- UP ROOFS SHALL SLOPE 1/2"/1'-0" MIN. <br /> Lu AND ALL CRICKETS SHALL SLOPE 1/4"/1'-0" MIN. <br /> TO A ROOF DRAIN U.O.N.VERIFY WITH ROOFING 7-11 #1043581 <br /> lwA PAP p <br /> A - A MANUFACTURER PRIOR TO ROOF FRAMING TO <br /> CONFIRM COMPLIANCE WITH PRODUCT AND <br /> MANUFACTURE'S WARRANTY. <br /> T.O.W. FOR TRUSS PROFILES SEE BUILDING SECTIONS <br /> I <br /> 3 1 CONTRACTOR TO VERIFY FINAL HEIGHT OF ALL <br /> - -_- _ MECHANICAL EQUIPMENT IS SCREENED AND <br /> A4.2A4.1 BELOW ADJACENT ROOF AND PARAPET <br /> 4 0" N HEIGHTS. <br /> 24.10 <br /> 24.12 PROVIDE PLYWOOD CLIPS AT ALL <br /> UNSUPPORTED EDGES OF ROOF SHEATHING <br /> (MIN.)S.S.D. FOR ADDITIONAL BLOCKING �J.J <br /> 24.12 REQUIREMENTS. w <br /> LOCATE VENTS, FLUES AND STACKS ON THE O <br /> CIP BACKSIDE OF RIDGE OR IN BUILT- UP (FLAT <br /> T.O.W. I 5'-7718" ROOFS) U.O.N.. U) U) <br /> 21'-6" I 24.03 2 PROVIDE CLEANOUTS AT GRADE FOR ALL J Q U <br /> wi EXTERIOR DOWN SPOUTS. <br /> CONTRACTR TO RESERVE SPECIFIED MAPES G z <br /> CANOPY UPON BEING AWARDED THE BID TO w O <br /> v I I ENSURE AVAILABILITY AND TIMELY <br /> INSTALLATION. SUBSTITUTIONS ARE NOT <br /> PERMITTED. <br /> 8 718" I I N <br /> \\0 10 8„ OOo KEYNOTE LEGEND z <br /> • O <br /> I I T. . WNING <br /> 0 <br /> 1/2"/ 12" 24.01 <br /> O <br /> o I O ROOF HATCH, SEE DETAIL 23/A9.3, VERIFY LOCATOIN WITH J <br /> No • I I I INTEIOR LAYOUT PRIOR TO INSTALLATION. O <br /> I <br /> OgL <br /> 19'-6" I I O 3 24.02 ROOF DRAIN w/OVERFLOW DRAIN, SEE DETAIL 5/A9.5 <br /> 24.03 PROVIDE 3'x3' SKID RESISTANT RUBBERWALK PADS AT z <br /> T.O.W. ROOF ACCESS TO MECH. UNIT. EXACTION LOCATION T.B.D. <br /> 24.1 IN FIELD PROVIDE ON SERVICE SIDE OF MECHANICAL UNIT <br /> I I 24.06 ROOF TOP UNIT, S.M.D.AND REFRIGERATION DRAWINGS. <br /> 24.10 ROOF ACCESS LADDER BY OTHERS. SEE INTERIOR DESIGN <br /> I I - PACKAGE <br /> I I <br /> I = - 24.12 STRUCTURAL KICKER, S.S.D. <br /> A2 ACCESSIBLE VAN PARKING, SEE CIVIL DRAWING PACKAGE <br /> - -' FOR MORE INFORMATION <br /> I A3 ACCESSIBLE PATH OF TRAVEL FROM PARKING, SEE SITE <br /> r I I DEVELOPMENT PLANS BY OTHERS FOR ADDTIONAL <br /> INFORMATION. <br /> I I A4 CLEAN AIR VEHICLE SURFACE DESIGNATOR PER <br /> A3.1 1 I I 24.12 = .0 CALGREEN AND CITY OF BRENTWOOD <br /> A13 N2 &CO2 TANK. TO BE PLACE ON 4"CONCRETE OR <br /> EQUIVALENT PRE-CAST CONCRETE PAD. SEE CIVIL SITE PR#2 01 .06.2020 <br /> I 1/2"/ 12" <br /> A3 <br /> I _ - � DEVELOPMENT DRAWING FOR FURTHER INFORMATION <br /> A14 6" PIPE BOLLARD WITH PLASTIC COVER, SEE DETAIL 3/A1.3 <br /> c I AND S.C.D. <br /> c A15 PARKING BOLLARDS ARE TO BE PLACED IN PARKING <br /> c I I STALLS ADJACENT TO BUILDING. IF ANY PART OF THE � <br /> C c I I C STALL IS ADJACENT TO THE BULDING BUT NOT THE ENTIRE /" REVISIONS <br /> SOLAR READY WIDTH, EXTEND BOLLARDS TO COVER THE ENTIRE STALL <br /> I ZONE ON A16 AIR/VAC, S.C.D. FOR LOCATION <br /> I GAS CANOPY <br /> I <br /> ROOF �2 24'-0" A18 FUEL VENTS, S.C.D. 1 PR#1 12.23.19 <br /> I 11------- <br /> I 19 A19 MUELLER COR-6 ENCLOSURE DOOR <br /> B24 6" CONCRETE CURB AROUND ALL INTERIOR WALL, TYP. <br /> I 24.06 I <br /> 6'2 G1 CONCRETE SLAB TO BE GROUND, SEALED,AND POLISHED <br /> WHERE INDICATED ON FINISH PLAN - REF:A6.1 FOR <br /> MATERIALS SCHEDULE. CONTROL JOINTS TO BE PROVIDED <br /> D I I IN CONCRETE PER PLAN - REF: STRUCTURAL. <br /> I <br /> G3 THRESHOLD TO BE SET IN FULL BED OF MASTIC. <br /> O I G4 FLOOR SINK/DRAIN PER PLAN, REF. DETAILS ON THIS <br /> I SHEET& PLUMBING DRAWINGS FOR LOCATION. <br /> G6 TEXTURED PORTION OF RAMP INDICATES DETECTABLE <br /> 1/2 / 12 I 1 WARNING: ARMOR TILE TACTILE SURFACE, BRICK RED. SIZE <br /> I A4.2 AND PATTERN SUBJECT TO LOCAL AND STATE <br /> 24.02 IREQUIREMENTS; REF CIVIL SHEETS <br /> G7 REFER TO CIVIL DRAWINGS FOR EXACT REQUIREMENTS <br /> I I FOR RAMP, STRIPING AND TACTILE SURFACE LAYOUT. <br /> 19'-6" G8 IF SIDEWALK DEPTH IS BETWEEN 6'-0"AND 8'-0" IN FRONT <br /> I TOW OF EQUIPMENT, CURBSTOPS OR BOLLARDS MUST BE <br /> I PROVIDED ON PARKING SPACE SIDE OF CURB. TYP. <br /> I I <br /> -__ ________ G9 CONTROL/CONSTRUCTION JOINTS -S.S.D. <br /> I J1 ROOF HATCH, SEE DETAIL 23/A9.3, VERIFY LOCATOIN WITH <br /> 6-10 112" <br /> - J - INTEIOR LAYOUT PRIOR TO INSTALLATION. <br /> I I <br /> J10 ROOF ACCESS LADDER BY OTHERS. SEE INTERIOR DESIGN <br /> 21'-6" <br /> I_____ ___�I I PACKAGE <br /> K1 EXTERIOR SIGNAGE, SEE SIGNAGE PACKAGE FOR <br /> T.O.W. FURTHER INFORMATION <br /> _1 <br /> K2 EXP. JOINTS AS INDICATED, SEE DETAIL <br /> 0 I K5 WALL SCONCE, SEE ELECTRICAL DRAWING <br /> 21'-6" j <br /> �.O I K7 PREFINISHED MTL CANOPY, SEE MATERIAL SCHEDULE AND <br /> O 1 I 24.12 DETAIL SHEETS <br /> T.O.W. - - - - I K8 SECURITY CAMERA, TYP. <br /> C I I <br /> N K <br /> I F- f 9 EMERGENCY EGRESS LIGHT <br /> K10 GAS METER, S.P.D. <br /> K11 ELECTRICAL MDP, METER, AND CT CABINET <br /> K12 WASTE CONTAINER <br /> I � <br /> K13 METAL LATTICE <br /> K14 CO2 CAGE <br /> 1/2"/ 12" I K15 NITROGEN CAGE <br /> K16 PREFINISHED DARK BRONZE LOUVER, S.M.D. (TYP.) SEAL/SIGNATURE <br /> T.O.W. 19'-6" I �' <br /> I I II JOB NO. 1497.009 <br /> II L-------- ' ---- -------- u <br /> I -- <br /> DRAWN JK <br /> 2 � <br /> 2 21'-6" OdL I CHECK G M <br /> A3.0 <br /> T.O.W. A4.2 T.O.W. <br /> 43'-4" ROOF PLAN <br /> a- 1 2 2.5 <br /> 0 <br /> 0 <br /> N <br /> ROOF PLAN SHEET <br /> 0 <br /> 1/4 <br /> = 1'-0" <br /> No 1 2 4 8 <br /> Q0 SCALE: 1/4"= 1'-0" PNOJECT <br />